CN107165294A - A kind of heat-preservation shear wall truss building system and its construction method - Google Patents
A kind of heat-preservation shear wall truss building system and its construction method Download PDFInfo
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- CN107165294A CN107165294A CN201710604818.8A CN201710604818A CN107165294A CN 107165294 A CN107165294 A CN 107165294A CN 201710604818 A CN201710604818 A CN 201710604818A CN 107165294 A CN107165294 A CN 107165294A
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- 238000010276 construction Methods 0.000 title claims abstract description 45
- 238000004321 preservation Methods 0.000 title claims abstract description 44
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 142
- 239000010959 steel Substances 0.000 claims abstract description 142
- 239000004567 concrete Substances 0.000 claims abstract description 87
- 230000002787 reinforcement Effects 0.000 claims abstract description 63
- 238000005266 casting Methods 0.000 claims abstract description 37
- 238000009434 installation Methods 0.000 claims abstract description 9
- 238000005246 galvanizing Methods 0.000 claims description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 210000001015 abdomen Anatomy 0.000 claims description 10
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 239000011701 zinc Substances 0.000 claims description 3
- 229910052725 zinc Inorganic materials 0.000 claims description 3
- 240000007594 Oryza sativa Species 0.000 claims 1
- 235000007164 Oryza sativa Nutrition 0.000 claims 1
- 238000009412 basement excavation Methods 0.000 claims 1
- 235000009566 rice Nutrition 0.000 claims 1
- 239000010410 layer Substances 0.000 description 25
- 239000004574 high-performance concrete Substances 0.000 description 8
- 239000011449 brick Substances 0.000 description 7
- 238000009413 insulation Methods 0.000 description 7
- 238000000034 method Methods 0.000 description 7
- 229910001335 Galvanized steel Inorganic materials 0.000 description 6
- 239000008397 galvanized steel Substances 0.000 description 6
- 239000002253 acid Substances 0.000 description 5
- 238000004078 waterproofing Methods 0.000 description 4
- 239000011398 Portland cement Substances 0.000 description 3
- 150000007513 acids Chemical class 0.000 description 3
- 239000002585 base Substances 0.000 description 3
- 230000008901 benefit Effects 0.000 description 3
- 239000004568 cement Substances 0.000 description 3
- 238000005336 cracking Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 230000035939 shock Effects 0.000 description 3
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- 238000004873 anchoring Methods 0.000 description 2
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/58—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of metal
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Business, Economics & Management (AREA)
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- Environmental & Geological Engineering (AREA)
- Acoustics & Sound (AREA)
- Mechanical Engineering (AREA)
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Abstract
The present invention relates to technical field of buildings there is provided a kind of construction method of heat-preservation shear wall truss building system, including：Bed course reinforcement component or pile foundation reinforcement cage based on steel pipe column, reinforcement foundation component are set on reinforcement foundation component；Installation foundation joist steel rib component, is welded after foundation beam reinforcement component and steel pipe column falcon are connect；Wall body structure and joist steel rib component are installed, joist steel rib component is connected with wall body structure and steel pipe column, joist steel rib component is welded after being connect with steel pipe column falcon；To reinforcement foundation component casting concrete；To foundation beam reinforcement component casting concrete；To steel pipe column casting concrete；To joist steel rib component casting concrete；Laminated floor slab is installed, laminated floor slab is connected with joist steel rib component.Present invention also offers a kind of heat-preservation shear wall truss building system, heat-preservation shear wall truss building system heat-preservation shear wall truss building system construction method provided by the present invention, which is built, to be obtained, and properties are preferable.
Description
Technical field
The present invention relates to technical field of buildings, in particular to a kind of heat-preservation shear wall truss building system and its apply
Work method.
Background technology
Heat-preservation shear wall is one kind in various wall structural systems.Heat-preserving building system mostly uses heat-preservation shear wall knot
Structure is made, and existing heat-preserving building system has some shortcomings, and it is not very high to cause its various performance.Existing main cast
System mainly includes brick mix structure, frame structure and frame-shear-wall structure.Mixed brick structure has as a drawback that：1st, it is only applicable to
Less than 7 layers buildings, can not be used for long span building.2nd, the construction from it is great (unit weight be 2200~2500 kilograms/
Cubic meter) it can not also increase the usable floor area of building (thickness of wall body final size is 300mm).3rd, the rigidity of structure is poor, antidetonation
Performance is low, thermal and insulating performance is poor.4th, cause construction rubbish many material used, construction is complicated, long construction period more.Frame
Frame structure has as a drawback that：1st, the construction can not also increase from great (unit weight is 2200~2500 kilograms/cubic metre)
The usable floor area of big building (thickness of wall body final size is 300mm).2nd, building globality poor, anti-seismic performance is low, insulation
Heat-insulated, fire protecting performance is poor.3rd, cause that construction rubbish is more, construction is complicated, long construction period the material used more.Shear force of frame
Wall has as a drawback that：1st, the structural construction can not also increase building from great (unit weight is 2200~2500 kilograms/cubic metre)
The usable floor area of thing (thickness of wall body final size is 300mm).2nd, it is overall using ordinary reinforced concrete insulation, fire line
Can be poor.3rd, cause that construction rubbish is more, construction is complicated, long construction period the material used more.
The content of the invention
The invention provides a kind of construction method of heat-preservation shear wall truss building system, it is intended to improves existing construction party
The imperfect problem of heat-preserving building system performance that method is built.
Present invention also offers a kind of heat-preservation shear wall truss building system, it has a crack resistance, and it is excellent that anti-seismic performance is good etc.
Point.
What the present invention was realized in：
A kind of construction method of heat-preservation shear wall truss building system, comprises the following steps：
Bed course reinforcement component or pile foundation reinforcing bar based on steel pipe column, reinforcement foundation component are set on reinforcement foundation component
Cage；Installation foundation joist steel rib component, is welded after foundation beam reinforcement component and steel pipe column falcon are connect；Wall body structure and beam steel are installed
Component, joist steel rib component is connected with wall body structure and steel pipe column, and joist steel rib component is welded after being connect with steel pipe column falcon；To basic steel
Rib component casting concrete；To foundation beam reinforcement component casting concrete；To steel pipe column casting concrete；Poured to joist steel rib component
Build concrete；Laminated floor slab is installed, laminated floor slab is connected with joist steel rib component.
Above-mentioned steps are not necessarily carried out successively without sequencing, " to reinforcement foundation component casting concrete；Xiang Ji
Plinth joist steel rib component casting concrete；To steel pipe column casting concrete；To joist steel rib component casting concrete ", these steps
Not necessarily sort after electrode welding process after joist steel rib component and steel pipe column falcon connect, casting concrete can be according to construction ring
The construction custom adjustment of border and construction team.
Further, in preferred embodiments of the present invention, being set on reinforcement foundation component before steel pipe column also includes
Building foundation is excavated on ground and concreting blinding layer is used, reinforcement foundation component is set on blinding layer.
Further, in preferred embodiments of the present invention, wall body structure is installed and referred to, is done using galvanizing double-layer wire
Set hot-galvanized steel screen frame abdomen silk that wall frame is made into steel wire net rack, and on steel wire net rack, by wall frame and steel pipe
Post falcon is welded after connecing, after then wall frame is connected with joist steel rib component, first first to reinforcement foundation component casting concrete,
The casting concrete into wall frame again.
Further, in preferred embodiments of the present invention, joist steel rib component is with steel pipe column and wall frame using first
Falcon is welded connection after connecing.
Further, in preferred embodiments of the present invention, the intensity of lightweight concrete is C2.5~C7.5, wall body structure
Unit weight be 500~900 kilograms/cubic metre.
Further, in preferred embodiments of the present invention, poured in the forward direction reinforcement foundation component for installing wall body structure
Concrete, pillar is obtained to steel pipe column casting concrete, and beam is obtained to joist steel rib component casting concrete；Install wall body structure refer to by
Polylith prefabricated board is spliced to form wall body structure, and every piece of prefabricated board is anchored and truss connection with corresponding pillar or beam；Install
During laminated floor slab, laminated floor slab is anchored with prefabricated board and truss is connected.
Further, in preferred embodiments of the present invention, install after laminated floor slab, build floor is poured on laminated floor slab and is mixed
Solidifying soil, floorslab concrete is the high-performance light concrete that unit weight is 800 kilograms/cubic metre.
A kind of heat-preservation shear wall truss building system, the heat-preservation shear wall truss building system is sheared using above-mentioned insulation
The construction method building of wall truss building system is formed, and building system includes foundation beam, beam, pillar, wall body structure and overlapping
Floor, foundation beam is arranged at bottom, and beam is arranged at top, and pillar is connected perpendicular to foundation beam and beam and with foundation beam and beam, folds
Close floor to be connected with beam, wall body structure is connected with foundation beam, beam, pillar, beam includes joist steel rib component, joist steel rib component has been poured
Concrete, foundation beam includes foundation beam reinforcement component, and foundation beam reinforcement component has poured concrete, and pillar includes steel pipe column, steel
Concrete is poured in tubing string, joist steel rib component and foundation beam reinforcement component are welded after being connect with steel pipe column falcon.
Further, in preferred embodiments of the present invention, wall body structure includes wall frame, and wall frame includes hot dip
Poured in zinc double-layer wire rack and the hot-galvanized steel screen frame abdomen silk being connected with galvanizing double-layer wire rack, wall frame
Concrete.
Further, in preferred embodiments of the present invention, the wall thickness of steel pipe column is 3-15mm, and the section of steel pipe column is chi
The very little rectangle for 150-300mm × 150-300mm.
The beneficial effects of the invention are as follows：The heat-preservation shear wall truss building system that the present invention is obtained by above-mentioned design is applied
Work method and high-performance building are Japanese, and high performance concrete will be poured in steel pipe column can strengthen the compactness of pillar, cracking resistance
Property, impermeability, resistance to acids and bases and water proofing property, and then strengthen the compactness of heat-preservation shear wall truss building system, it is crack resistance, anti-
Oozing property, resistance to acids and bases and water proofing property.And joist steel rib component and foundation beam reinforcement component are welded after being connect with steel pipe column falcon, increase
The big rigidity and shock resistance of heat-preservation shear wall truss building system.And the structure is substantially without building waste, simple and fast of constructing
And can effectively shorten construction period.
Brief description of the drawings
In order to illustrate more clearly of the technical scheme of embodiment of the present invention, it will use below required in embodiment
Accompanying drawing be briefly described, it will be appreciated that the following drawings illustrate only certain embodiments of the present invention, therefore be not to be seen as
It is the restriction to scope, for those of ordinary skill in the art, on the premise of not paying creative work, can be with root
Other related accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 is the structural representation for the heat-preservation shear wall truss building system that embodiment of the present invention is provided；
Fig. 2 be embodiment of the present invention provide heat-preservation shear wall truss building system non-casting concrete when structure show
It is intended to；
Fig. 3 is the side structure schematic diagram that Fig. 1 central sills are connected with pillar；
Fig. 4 is the structural representation of wall frame in Fig. 2；
Fig. 5 is the structural representation of laminated floor slab and beam when overlooking.
Icon：100- heat-preservation shear wall truss building systems；110- foundation beams；111- foundation beam reinforcement components；120- beams；
121- joist steel rib components；130- pillars；131- steel pipe columns；140- wall body structures；141- wall frames；142- galvanizing clad steels
Screen frame；143- hot-galvanized steel screen frames abdomen silk；150- laminated floor slabs；151- floorslab concretes layer；160- bases；161- bases
Reinforcement component.
Embodiment
To make the purpose, technical scheme and advantage of embodiment of the present invention clearer, below in conjunction with present invention implementation
Accompanying drawing in mode, the technical scheme in embodiment of the present invention is clearly and completely described, it is clear that described reality
The mode of applying is a part of embodiment of the invention, rather than whole embodiments.Based on the embodiment in the present invention, ability
The every other embodiment that domain those of ordinary skill is obtained under the premise of creative work is not made, belongs to the present invention
The scope of protection.Therefore, the detailed description of embodiments of the present invention below to providing in the accompanying drawings, which is not intended to limit, wants
The scope of the present invention of protection is sought, but is merely representative of the selected embodiment of the present invention.Based on the embodiment in the present invention,
The every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made, belongs to this
Invent the scope of protection.
In the description of the invention, it is to be understood that term " length ", " width ", " thickness ", " on ", " under ", " perpendicular
Directly ", the orientation or position relationship of the instruction such as " level ", " top ", " bottom ", " interior ", " outer " are based on orientation shown in the drawings or position
Relation is put, the description present invention is for only for ease of and simplifies description, rather than indicate or imply that the equipment or element of meaning are necessary
With specific orientation, with specific azimuth configuration and operation, therefore it is not considered as limiting the invention.
In addition, term " first ", " second " are only used for describing purpose, and it is not intended that indicating or implying relative importance
Or the implicit quantity for indicating indicated technical characteristic.Thus, define " first ", the feature of " second " can express or
Implicitly include one or more this feature.In the description of the invention, " multiple " are meant that two or more,
Unless otherwise specifically defined.
In the present invention, unless otherwise clearly defined and limited, term " installation ", " connected ", " connection ", " fixation " etc.
Term should be interpreted broadly, for example, it may be fixedly connected or be detachably connected, or integrally；Can be that machinery connects
Connect or electrically connect；Can be joined directly together, can also be indirectly connected to by intermediary, can be in two elements
The connection in portion or the interaction relationship of two elements.For the ordinary skill in the art, can be according to specific feelings
Condition understands the concrete meaning of above-mentioned term in the present invention.
In the present invention, unless otherwise clearly defined and limited, fisrt feature second feature it " on " or it " under "
Can directly it be contacted including the first and second features, it is not direct contact but by it that can also include the first and second features
Between other characterisation contact.Moreover, fisrt feature second feature " on ", " top " and " above " to include first special
Levy directly over second feature and oblique upper, or be merely representative of fisrt feature level height higher than second feature.Fisrt feature exists
Second feature " under ", " lower section " and " following " fisrt feature that includes are immediately below second feature and obliquely downward, or be merely representative of
Fisrt feature level height is less than second feature.
As shown in Figure 1-Figure 3, the embodiments of the invention provide a kind of heat-preservation shear wall truss building system 100, it includes
Foundation beam 110, beam 120, pillar 130, wall body structure 140 and laminated floor slab 150, foundation beam 110 are arranged at bottom, and beam 120 is set
Top is placed in, pillar 130 is connected perpendicular to foundation beam 110 and beam 120 and with foundation beam 110 and beam 120, with reference to referring to the drawings 5,
Laminated floor slab 150 is connected as one with beam 120, and wall body structure 140 is connected with foundation beam 110, beam 120, pillar 130, Liang120Bao
Joist steel rib component 121 is included, joist steel rib component 121 has poured concrete, and foundation beam 110 includes foundation beam reinforcement component 111, basis
Joist steel rib component 111 has poured concrete, and pillar 130 includes having poured concrete, beam steel in steel pipe column 131, steel pipe column 131
Component 121 and foundation beam reinforcement component 111 are welded after being connect with the falcon of steel pipe column 131.
The bottom of foundation beam 110 is additionally provided with basis 160, and basis 160 is by the casting concrete system of reinforcement foundation component 161
Into.
High performance concrete will be poured in steel pipe column 131 and can strengthen the compactness of pillar 130, crack resistance, impermeability,
Resistance to acids and bases and water proofing property, so strengthen the compactness of heat-preservation shear wall truss building system 100, it is crack resistance, impermeability, resistance to
Acid-base property and water proofing property.And joist steel rib component 121 and foundation beam reinforcement component 111 are welded then after being connect with the falcon of steel pipe column 131
Increase the rigidity and shock resistance of heat-preservation shear wall truss building system 100.And the structure, substantially without building waste, construction is simple
It is quick and can effectively shorten construction period.
It refer to shown in accompanying drawing 4, further, wall body structure 140 includes wall frame 141, and wall frame 141 includes heat
Zinc-plated double-layer wire rack 142 and the hot-galvanized steel screen frame abdomen silk 143 being connected with galvanizing double-layer wire rack 142, hot dip
Zinc steel wire net rack abdomen silk 143, which is wound in galvanizing double-layer wire rack 142, wall frame 141, has poured concrete.Wall frame
The concrete poured in frame 141 is high-performance light concrete.
High-performance light concrete reduces the deadweight of traditional architecture thing with being used in combination for wall frame 141, is built into
This and can also improve the rigidity of wall body structure 140.
It should be noted that in other embodiments of the invention, wall body structure can also splice shape by polylith prefabricated board
Into every piece of prefabricated board is connected with corresponding pillar or beam anchoring and truss.
Further, galvanizing double-layer wire rack 142 is made up of double-deck a diameter of 2.5~3.5mm hot-dip galvanizing steel wire,
The diameter of hot-galvanized steel screen frame abdomen silk 143 is also 2.5~3.5mm.From the hot-dip galvanizing steel wire and hot-dip galvanizing steel wire of the size
Rack abdomen silk 143 ensure that the fastness of wall while building cost is relatively low can also reach preferably effect.
Further, the thickness of wall body structure 140 is 150~200mm, and the thickness is ensureing not giving pillar 130 and base
Under conditions of the excessive loads of plinth beam 110, heat insulation effect is best.
Further, the wall thickness of steel pipe column 131 is 3~15mm, the section of steel pipe column 131 be size be 150~300mm ×
150~300mm rectangle.The obtained eager to do well in everything degree of pillar shock resistance is high after the casting concrete of steel pipe column 131 of the size.
Further, the spiral that the reinforcing bar that joist steel rib component 121 is selected is 12~25mm of diameter, the reinforcing bar of the size
The intensity of beam 120 made from the obtained good toughness of joist steel rib component 121 is high.
Further, the reinforcing bar length that joist steel rib component 121 is selected is more than or equal to 6m, and the reinforcing bar more than or equal to 6m is
Longer joist steel rib component 121 can be made and then can just make the longer obtained heat-preservation shear wall truss building system 100 of beam 120
Span could be bigger.
Further, the section of beam 120 is the rectangle that size is 300~500mm × 150~200mm, the beam during size
120 load-bearing property is good.
As shown in Figure 1 and Figure 5, further, first floor board concrete layer 151 is poured on laminated floor slab 150, floor is set
Concrete layer 151 is conducive to strengthening the crack resistance of heat-preservation shear wall truss building system 100.
Present invention also offers a kind of building, the building is built including heat-preservation shear wall truss provided by the present invention
System 100.
A kind of method for building the heat-preservation shear wall truss building system 100 that the embodiment of the present invention is provided, this method bag
Include following steps：
Bed course reinforcement component based on S1, the setting steel pipe column 131 on reinforcement foundation component 161, reinforcement foundation component 161
Or pile foundation reinforcement cage.
Specifically, building foundation is excavated first, it is necessary to use cushion cap base below explanation, 8 layers of the building system built
Plinth, less than 13 layers using artificial digging pile, more than 13 layers using machine drive piles basis；Then concreting blinding layer is used,
The concrete is the high performance concrete that intensity is C30, and protective layer can also be set on blinding layer by having poured after blinding layer
And waterproof layer, then reinforcement foundation component 161 is set on blinding layer again, steel pipe is set on reinforcement foundation component 161
Post 131.The reinforcement foundation component 161 can be that blinding layer reinforcing bar can also be pile foundation reinforcement cage, according to different constructions
Mode and construction environment select different bases.
S2, installation foundation joist steel rib component 111, are welded after foundation beam reinforcement component 111 and the falcon of steel pipe column 131 are connect.
Specifically, use reinforcing bar that basic joist steel is made for the spiral that 12~25mm of diameter, length are more than or equal to 6m
Rib component 111, the foundation beam reinforcement component 111 is welded after being connect with the falcon of steel pipe column 131, and the connection gimmick causes the base being eventually fabricated
The connection of plinth beam 110 and pillar 130 is more firm, increases the crack resistance of system, foundation beam reinforcement component 111 and steel pipe column 131
After connecting, to the casting concrete of reinforcement foundation component 161, base is poured into foundation beam reinforcement component 111 after completing basis 160
Plinth beam concrete, foundation beam 110 then builds completion, and foundation beam concrete is also the high performance concrete that intensity is C30, its reclaimed water
Mud uses C42.5 portland cements.
S3, installation wall body structure 140 and joist steel rib component 121, joist steel rib component 121 and wall body structure 140 and steel pipe
Post 131 is connected, and joist steel rib component 121 is welded after being connect with the falcon of steel pipe column 131.
Specifically, wall body structure 140 is installed to refer to, the galvanizing double-layer wire rack 142 made using hot-dip galvanizing steel wire,
And set hot-galvanized steel screen frame abdomen silk 143 that wall frame 141 is made on galvanizing double-layer wire rack 142, by wall frame
Frame 141 is welded after being connect with the falcon of steel pipe column 131, now mounting rail reinforcement component 121, then by wall frame 141 and beam steel structure
Part 121 is connected, and is welded after joist steel rib component 121 and the falcon of steel pipe column 131 are connect, then the casting concrete into wall frame 141,
The casting concrete into steel pipe column 131, to the casting concrete of joist steel rib component 121.Pacify while mounting rail reinforcement component 121
Install the preheating embedding lines such as the water, electricity, gas of this building system.
The concrete poured into wall frame 141 uses intensity for C2.5~C7.5 lightweight concrete, after building up
The unit weight of wall body structure 140 is 500~900 kilograms/cubic metre.Using lightweight concrete so that the unit weight of wall body structure 140 not
As for too high, make the load of pillar 130 little, increase the antidetonation crack resistance of system.Joist steel rib component 121 uses reinforcing bar for diameter
The spiral that 12~25mm, length are more than or equal to 6m is made.Poured into steel pipe column 131 and joist steel rib component 121 strong
The high performance concrete for C30 is spent, wherein cement uses C42.5 portland cements, and intensity is built up for C30 high performance concrete
System have the advantages that high cracking resistance, high compactness, high waterproof, acid and alkali-resistance are strong and can about save 10% cement.
It should be noted that in other embodiments of the invention, wall body structure is spliced to form according to polylith prefabricated board,
So its form of construction work is then：Just to reinforcement foundation component casting concrete before wall body structure is installed, poured to steel pipe column
Concrete obtains pillar, and beam is obtained to joist steel rib component casting concrete；Wall body structure is installed to refer to polylith prefabricated board being spliced to form
Wall body structure, every piece of prefabricated board is anchored and truss connection with corresponding pillar or beam；When laminated floor slab is installed, laminated floor slab
It is connected with prefabricated board anchoring and truss.
S4, installation laminated floor slab 150, laminated floor slab 150 are connected with joist steel rib component 121.
Specifically, it is then beam 120 to have poured the joist steel rib component 121 after concrete, and laminated floor slab is installed on beam 120
150, and laminated floor slab 150 is connected with beam 120.Further, install after laminated floor slab 150, in laminated floor slab 150
On pour floorslab concrete with formed floorslab concrete layer 151, floorslab concrete is the high property that unit weight is 800 kilograms/cubic metre
Can lightweight concrete.
After floor concrete casting is complete, continues the above-mentioned construction procedure of installation upper strata steel pipe column repetition and build top floor, directly
To building to roof girder.This building system, which is continued to build, also to be included building stair as building, installs roofing template, installs
The built-in fittings such as roofing reinforcing bar, pour the thick unit weights of 100mm for 800 kilograms high-performance light concrete, installed using waterproof mortar
Watt.
It should be noted that in other embodiments of the present invention, pouring for each reinforcement component concrete can be according to construction
The factor adjustment such as progress, each construction team construction custom and construction environment pour order.Can install structure to pour immediately,
Can also be poured together after all reinforcement components of whole system install connection, for example, can install reinforcement foundation component immediately
Casting concrete installation foundation beam building concrete immediately again, is further continued for installing steel pipe column, installs steel pipe column then immediately
Placing concrete, is carried out successively；Reinforcement foundation component and foundation beam reinforcement component can also be installed then to reinforcement foundation component
With foundation beam reinforcement component placing concrete, then steel pipe column, joist steel rib component and wall frame are installed again, after installing again
To a variety of forms of construction work such as steel pipe column, joist steel rib component and wall frame casting concretes.
In summary, the concrete that heat-preservation shear wall truss Building architecture part basis, pillar, beam etc. are poured is equal
Using C30 high performance concretes, (cement uses C42.5 portland cements, and adds nanometer building materials reinforcing agent etc., can improve coagulation
Soil 10~20% intensity, increase the function such as its compactness, cracking resistance, impervious, acid and alkali-resistance, waterproof), existing brick mix structure knot
Structure use build brick (post beam therebetween is only constructional column and collar tie beam, and concrete uses C20 normal concretes) by laying bricks or stones can not
It is integrally formed whole building；Frame structure structure division uses that post beam floor is cast-in-place, frame-shear-wall structure structural portion
Divide to use and pour post beam floor wall etc., frame structure, shear wall structure beam column are that large scale makes post beam protrude wall
Influence reduction usable floor area attractive in appearance, three of the above structure wall is 300mm thick (building brick or casting concrete by laying bricks or stones) and of the invention
It is only 150~200mm that the wall of the heat-preservation shear wall truss building system of proposition, which builds up back wall thickness,；Heat-preservation shear wall of the present invention
Truss building system pillar uses wall thickness for 3mm to 10mm, cross dimensions for 150~300mm × 150~300mm square or
The rigidity of structure of rectangle steel tubing string (pouring C30 high performance concretes in pipe) this kind of concrete-filled steel tubular column is with size ordinary steel
4~6 times of reinforced concrete, its compression strength is 2.5~3 times with size regular reinforcement coagulation pillar, and its torsional strength is same
3 times or so of size ordinary reinforced concrete；This building body binder is using reinforcing bar or shaped steel (it is to use that span, which is more than 6 meters) and steel
Pipe carries out electric welding falcon and connect, and the cross dimensions of beam is 300~500mm × 150~200mm；Wall uses unit weight for 500~900
Steel wire net rack high-performance light concrete (intensity the be C2.5~7.5) prefabricated board of kilogram/cubic metre and with pillar, beam, floor
Truss is carried out to link into an integrated entity；This building system floor uses laminated floor slab；This building system roof boarding and gutter plate and other
Part carries out truss and linked into an integrated entity, and roofing uses unit weight for the high-performance light concreting of 800 kilograms/cubic metre；By
This visible heat-preservation shear wall truss building system proposed by the present invention is than brick mix structure, frame structure, heat-preservation shear wall structure phase
Than this building system major advantage has：
It is a, antidetonation, waterproof, insulation, heat-insulated, sound insulation, fire prevention, weatherability, structure-integrated.
B, deadweight are only pass logical building deadweight 40% or so.
C, substantially without building waste, simple and fast of constructing, construction period shortens 2/3.
D, integrated cost reduction by 30% or so.
E, 60% building component are processed in plant produced, low to the skill set requirements of workmen.
F, synthesis energy saving more than 65%.
G, increase construction area 6~8%.
H, the building for being adapted to each field, earthquake territory, the torrid zone, low-temperature space, to insulation, it is heat-insulated, fire prevention etc. have especially
It is required that building.
The preferred embodiment of the present invention is the foregoing is only, is not intended to limit the invention, for this area
For technical staff, the present invention can have various modifications and variations.Within the spirit and principles of the invention, that is made is any
Modification, equivalent substitution, improvement etc., should be included in the scope of the protection.
Claims (10)
1. a kind of construction method of heat-preservation shear wall truss building system, it is characterised in that comprise the following steps：
Bed course reinforcement component or pile foundation reinforcing bar based on steel pipe column, the reinforcement foundation component are set on reinforcement foundation component
Cage；
Installation foundation joist steel rib component, is welded after the foundation beam reinforcement component and the steel pipe column falcon are connect；
Wall body structure and joist steel rib component are installed, the joist steel rib component is connected with the wall body structure and the steel pipe column,
The joist steel rib component is welded after being connect with the steel pipe column falcon；
To the reinforcement foundation component casting concrete；To the foundation beam reinforcement component casting concrete；To the steel pipe column
Casting concrete；To the joist steel rib component casting concrete；
Laminated floor slab is installed, the laminated floor slab is connected with the joist steel rib component.
2. the construction method of heat-preservation shear wall truss building system according to claim 1, it is characterised in that in the base
Set on plinth reinforcement component and ground excavation building foundation is additionally included in before the steel pipe column and using concreting base mat
Layer, sets reinforcement foundation component on blinding layer.
3. the construction method of heat-preservation shear wall truss building system according to claim 1, it is characterised in that install described
Wall body structure refers to, makes steel wire net rack using galvanizing double-layer wire, and set hot-dip galvanizing steel wire on the steel wire net rack
Wall frame is made in rack abdomen silk, is welded after the wall frame and the steel pipe column falcon are connect, then by the wall frame
After being connected with the joist steel rib component, first first to the reinforcement foundation component casting concrete, then into the wall frame
Pour lightweight concrete.
4. the construction method of heat-preservation shear wall truss building system according to claim 3, it is characterised in that the joist steel
Rib component is welded after being connect with the steel pipe column and the wall frame using first falcon and is connected.
5. the construction method of heat-preservation shear wall truss building system according to claim 3, it is characterised in that the lightweight
The intensity of concrete is C2.5~C7.5, and the unit weight of the wall body structure is 500~900 kilograms/cubic metre.
6. the construction method of heat-preservation shear wall truss building system according to claim 1, it is characterised in that installing institute
Reinforcement foundation component casting concrete described in the forward direction of wall body structure is stated, pillar is obtained to the steel pipe column casting concrete, to institute
State joist steel rib component casting concrete and obtain beam；The wall body structure is installed to refer to polylith prefabricated board being spliced to form wall body structure,
Every piece of prefabricated board is anchored and truss connection with the corresponding pillar or the beam；It is described when the laminated floor slab is installed
Laminated floor slab is anchored with the prefabricated board and truss is connected.
7. the construction method of heat-preservation shear wall truss building system according to claim 1, it is characterised in that install described
After laminated floor slab, floorslab concrete is poured on the laminated floor slab, the floorslab concrete is that unit weight is 800 kilograms/cube
The high-performance light concrete of rice.
8. a kind of heat-preservation shear wall truss building system, it is characterised in that the heat-preservation shear wall truss building system is using such as
The construction method building of heat-preservation shear wall truss building system described in claim 1 is formed, and the building system includes basis
Beam, beam, pillar, wall body structure and laminated floor slab, the foundation beam are arranged at bottom, and the beam is arranged at top, the post
Son is connected perpendicular to the foundation beam and the beam and with the foundation beam and the beam, and the laminated floor slab connects with the beam
Connect, the wall body structure is connected with the foundation beam, the beam, the pillar, the beam includes joist steel rib component, the joist steel
Rib component has poured concrete, and the foundation beam includes foundation beam reinforcement component, and the foundation beam reinforcement component has poured coagulation
Soil, the pillar includes having poured concrete, the joist steel rib component and the basic beam steel in steel pipe column, the steel pipe column
Component is welded after being connect with the steel pipe column falcon.
9. heat-preservation shear wall truss building system according to claim 8, it is characterised in that the wall body structure includes wall
Body framework, the wall frame includes galvanizing double-layer wire rack and the hot dip being connected with the galvanizing double-layer wire rack
Concrete has been poured in zinc steel wire net rack abdomen silk, the wall frame.
10. heat-preservation shear wall truss building system according to claim 8, it is characterised in that the wall thickness of steel pipe column is 3-
15mm, the section of the steel pipe column is the rectangle that size is 150-300mm × 150-300mm.
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